US3891186A - Device for inserting drains into the ground - Google Patents
Device for inserting drains into the ground Download PDFInfo
- Publication number
- US3891186A US3891186A US419005A US41900573A US3891186A US 3891186 A US3891186 A US 3891186A US 419005 A US419005 A US 419005A US 41900573 A US41900573 A US 41900573A US 3891186 A US3891186 A US 3891186A
- Authority
- US
- United States
- Prior art keywords
- mast
- spaced apart
- earth
- tube
- roller chains
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/02—Placing by driving
- E02D7/06—Power-driven drivers
- E02D7/14—Components for drivers inasmuch as not specially for a specific driver construction
- E02D7/16—Scaffolds or supports for drivers
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/10—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
- E02F5/101—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables forming during digging, e.g. underground canalisations or conduits, by bending or twisting a strip of pliable material; by extrusion
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/16—Machines for digging other holes in the soil
- E02F5/20—Machines for digging other holes in the soil for vertical holes
Definitions
- ABSTRACT Drain strips for draining ground are inserted into the [30] Forelgn Apphcatlon Pnonty Data ground by means of a sticking tube surrounding the NOV. 27, 1972 SWEdCIl 15426/72 drain and being journalled in a mast Hydraulic motor means for operating the sticking tube are ar [52] US. Cl. 254/29 R; 61/1 1 ranged on h t at its lower end. The unity sticking Int.
- This invention relates to a device with a mast and a sticking tube for sticking drains into the ground. Drains are usually used for carrying out vertical draining in the ground in order to improve the stability of ground and generally consist of paper material in the form of strips.
- a device of this kind is known, at which the mast is provided with a mobile frame ofa special construction.
- the device requires on the whole much space, which is at least a disadvantage, when the device is to be moved'over a great distance, for instance by rail.
- FIG. 1 is a side view of a mast with a sticking tube arranged on a commonly used type of machine for handling material
- FIG. 2 shows the upper and lower portion of the mast in FIG. 1 taken along the line llII of FIG. 1,
- FIG. 3 shows a sticking tube according to the invention
- FIG. 4 is a side view of the sticking tube according to FIG. 3,
- FIG. 5 is a section taken along the line VV of FIG. 3
- FIG. 6 is a section taken along the line VIVI of FIG. 3,
- FIG. 7 is a section taken along the line VII-VII of FIG. 3, and
- FIG. 8 is a section taken along the line VIIIVIII of Fl" 2
- a mast is designated by l, which has a length of about 10.5 m and in which a sticking tube 2 displace-ably arranged to stick a drain 3 in the form of a strip into the ground, which drain for instance can consist of such a profiled, plastic strip enclosed in a paper casing, as is described in the Swedish lay-open print 343,902.
- the mast 1 is arranged on a material handling machine 4 of a type that is commonly used.
- This machine has an arm 6 which can be turned around a shaft 5 and is provided with a means 8 being rotatable around a horizontal shaft 7 for connection of different types of tools to the material handling machine 4, such as a bucket, and in this case the mast l.
- the mast 1 can be lifted by means of a hydraulic cylinder 9, be turned around the shaft 7 by means of a hydraulic cylinder 10 and be lowered backwardly over the machine 4 to a substantially horizontal transport position.
- the drain is supplied from a roller 11 arranged at the rear part of the machine and runs over a roller 12 adapted at the top of the mast 1, from which it passes down through the sticking tube 2 to the lower end 13 of same.
- the drain is stuck into the ground by means of the sticking tube 2, which for this purpose is driven by ,roller chains 14 and 15 on eachside of the sticking tube.
- Each of the roller chains 14and l 5 is attached to the upperend of the sticking tube 2 injears l6 and 17 respectively.
- the mast 1 consists of two square pipes 18 and 19, which are combined by means of. suitably spaced L-rods 20, which surround the sticking tube 2 on two sides.
- roller chains isbrought from the upper end of the sticking tube 2 over chain wheels 21 and runs from there downwardly along the outside of the square pipes 18 and 19, respectively, to chain drives arranged at the lower end of the mast,-which chain drives (not shown) are each driven by a hydraulic motor 22, preferably activated by the hydraulic system of the machine 4. Then the roller chains run from these chain drives up to the cars 16 and, l7,-wh e re they are attached.
- the sticking tube 2 see FIGS. 3-7, having substan tially a long and narrow and rectangular cross section with a thickness of about 16 mm, includes a pair of rods 23, which are connected to each other by means of rods 24 in the form of strips.
- the strips 24, which are preferably welded to the rods 23, form together with the rods 23 a channel 25 for the drains.
- the channel 25 extends from the upper end of the sticking tube with the cars 16 and 17 to a little above the lowerend 13, where the channel ZSdebouches in an aperture 26.:
- the cross section of the channel is 12 X 1 12 mm.
- the rods 23 are brought to the lower edge of the sticking tube 2, where they are shaped to a point 46, and are joined by means of a flat element 27, preferably by welding.
- the flat element 27 is arranged with its flat surfaces 28 on the same level inside the sides 29 of the rods 23 so that both sides of the lower end 13 will each have a chute 30 and 31 respectively.
- the channel 25 runs via the aperture 26 into the chute 30 via an inclined part 32 of the flat element 27, which inclined portion 32 at one side at the aperture 26 evenly runs into the side 33 of the strip 24 facing the channel 25.
- the side 34 of the aperture 26 facing the side 33 is somewhat brought down towards the side 33.
- the side 34 is preferably arranged as a concave surface.
- the drain 3 When the drain 3 is to be brought into the ground, it is first introduced through the upper end of the sticking tube at the ears l6 and 17 and pushed through the sticking tube until it issues through the aperture 26, after which it is drawn out a little more is folded over the point 46 between the rods 23 and is allowed to protrude somewhat beyond the point 46.
- the sticking tube is then stuck into the ground together with the drain strip from the roller 11 in FIG. 1, the folding of the drain over the point 46 being sufficient to keep the drain to the sticking tube when being stuck down.
- the sticking tube with the drain has reached the desired depth, the sticking tube is pulled up again, the pressure from the ground holding the drain at its end projecting from the sticking tube and the drain will remain in the ground while the sticking tube is pulled up.
- the drain is cut and the new drain end projecting from the sticking tube is folded over the point 46 and a new drain length is ready for being stuck into the ground.
- the aperture 26 it should be mentioned that the surface 34 pulled towards the side 33 is pulled down so far that a narrow passage is formed here for the drain, which has a relatively great play in the channel 25 above the aperture 26. It is the object of this narrow passage to prevent penetration of material into the sticking tube when this is stuck into the ground.
- FIG. 8 the mounting of the sticking tube in the mast is shown.
- the square pipes 18 and 19 of the mast are connected to each other by means of rods 20 with L-profile.
- Two vertical square pipes 36 are fastened to the insides of the L-bars 20 by means of screw joints 35 on each side.
- These square pipes are at their opposing sides provided with strips 37 of a material suitable for guiding the sticking tube on its broadsides under low friction and wear.
- the roller chains Hand 15 bear along the short sides of the sticking tube, which chains in their turn are guided by strips 38.0f low friction, which are adapted on the opposing sides of the square pipes 18 and 19.
- the parts of the roller chains running along the sides of the square pipes 18 and 19 turned from each other are not shown in FIG. 8.
- the mast is preferably divided into several sections and therefore has means 39 for the connection of the different sections to each other.
- mast means which is designed to initially position said earth penetrating tube vertically above the earth
- said mast means comprising two rectangular tubes that are rigidly spaced apart from each other by rigid interconnecting means which thereby form an interior rectangular channel for the downward passage of said earth penetrating tube,
- said means for moving said penetrating tube downwardly comprises two spaced apart roller chains each of which loops around one of said two rectangular tubes forming the mast means,
- said spaced apart roller chains each being operatively connected to a motor means which is located adjacent the lower end of said mast means and 5. attachment means on said mast means for readily attaching and detaching said mast means to a suitable carrier vehicle.
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mechanical Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
Drain strips for draining ground are inserted into the ground by means of a sticking tube surrounding the drain and being slidably journalled in a mast. Hydraulic motor means for operating the sticking tube are arranged on the mast at its lower end. The unity sticking tube-mast-motor means is arranged for detachable mounting on a suitable mobile carrier.
Description
United States Patent Thorsell June 24, 1975 [54] DEVICE FOR INSERTING DRAINS INTO 3,807,695 4/1974 Gremillion et a]. 254/29 R THE GROUND [75] Inventor: Sven Torgny Thorsell, Skelleftea, Primary, Examiner A| Lawrence Smith Sweden Assistant E.\'aminerRObert C. Watson 73 Assignee: Linden-Alimak AB, Skelleftea. y. g n or Firm-Fred Philpitt Sweden [22] Filed: Nov. 26, 1973 [21] App]. No.: 419,005 ABSTRACT Drain strips for draining ground are inserted into the [30] Forelgn Apphcatlon Pnonty Data ground by means of a sticking tube surrounding the NOV. 27, 1972 SWEdCIl 15426/72 drain and being journalled in a mast Hydraulic motor means for operating the sticking tube are ar [52] US. Cl. 254/29 R; 61/1 1 ranged on h t at its lower end. The unity sticking Int. ..l' [ube mast motor means is arranged for deta h bl [58] Field of Search 254/29 R, 30; 61/1 1 mounting on a i b mobile Garden [56] References cued 1 Claim, 8 Drawing Figures UNITED STATES PATENTS 12/1951 Kjellman 61/11 PATENTEDJUN 24 I975 SHEET m: 11H ILE r ll HH S W. -L x t -I 8E g f I. N 2 H q N m RTE l" m1 8 w m oE 1 DEVICE FOR INSERTING DRAINS INTO THE GROUND This invention relates to a device with a mast and a sticking tube for sticking drains into the ground. Drains are usually used for carrying out vertical draining in the ground in order to improve the stability of ground and generally consist of paper material in the form of strips.
A device of this kind is known, at which the mast is provided with a mobile frame ofa special construction. The device requires on the whole much space, which is at least a disadvantage, when the device is to be moved'over a great distance, for instance by rail.
These disadvantages are substantially eliminated by the device of the invention having the characteristic features defined in the claims. The means carrying the device need not be enclosed at long transports, but it is sufficient to send the unity mast-driving motor to the new place of work, where a new means for carrying the device can be borrowed.- Moreover, a very light and simple device has been obtained by means of the invention relative to the known art. As the mast can be turned in a vertical plane, drains can also be stuck down at other angles than perpendicularly to the ground, which increases the usefulness of the device considerably One illustrative example of the invention will=now be described with reference to the enclosed drawing, in which FIG. 1 is a side view of a mast with a sticking tube arranged on a commonly used type of machine for handling material,
FIG. 2 shows the upper and lower portion of the mast in FIG. 1 taken along the line llII of FIG. 1,
FIG. 3 shows a sticking tube according to the invention,
FIG. 4 is a side view of the sticking tube according to FIG. 3,
FIG. 5 is a section taken along the line VV of FIG. 3
FIG. 6 is a section taken along the line VIVI of FIG. 3,
FIG. 7 is a section taken along the line VII-VII of FIG. 3, and
FIG. 8 is a section taken along the line VIIIVIII of Fl" 2,
In FIGS. 1 2 a mast is designated by l, which has a length of about 10.5 m and in which a sticking tube 2 displace-ably arranged to stick a drain 3 in the form of a strip into the ground, which drain for instance can consist of such a profiled, plastic strip enclosed in a paper casing, as is described in the Swedish lay-open print 343,902. The mast 1 is arranged on a material handling machine 4 of a type that is commonly used. This machine has an arm 6 which can be turned around a shaft 5 and is provided with a means 8 being rotatable around a horizontal shaft 7 for connection of different types of tools to the material handling machine 4, such as a bucket, and in this case the mast l. The mast 1 can be lifted by means of a hydraulic cylinder 9, be turned around the shaft 7 by means of a hydraulic cylinder 10 and be lowered backwardly over the machine 4 to a substantially horizontal transport position.
The drain is supplied from a roller 11 arranged at the rear part of the machine and runs over a roller 12 adapted at the top of the mast 1, from which it passes down through the sticking tube 2 to the lower end 13 of same. The drain is stuck into the ground by means of the sticking tube 2, which for this purpose is driven by , roller chains 14 and 15 on eachside of the sticking tube. Each of the roller chains 14and l 5 is attached to the upperend of the sticking tube 2 injears l6 and 17 respectively. The mast 1 consists of two square pipes 18 and 19, which are combined by means of. suitably spaced L-rods 20, which surround the sticking tube 2 on two sides. Each of the roller chains isbrought from the upper end of the sticking tube 2 over chain wheels 21 and runs from there downwardly along the outside of the square pipes 18 and 19, respectively, to chain drives arranged at the lower end of the mast,-which chain drives (not shown) are each driven by a hydraulic motor 22, preferably activated by the hydraulic system of the machine 4. Then the roller chains run from these chain drives up to the cars 16 and, l7,-wh e re they are attached. i
The sticking tube 2, see FIGS. 3-7, having substan tially a long and narrow and rectangular cross section with a thickness of about 16 mm, includes a pair of rods 23, which are connected to each other by means of rods 24 in the form of strips. The strips 24, which are preferably welded to the rods 23, form together with the rods 23 a channel 25 for the drains. The channel 25 extends from the upper end of the sticking tube with the cars 16 and 17 to a little above the lowerend 13, where the channel ZSdebouches in an aperture 26.:The cross section of the channel is 12 X 1 12 mm.
At the lower end 13 the rods 23 are brought to the lower edge of the sticking tube 2, where they are shaped to a point 46, and are joined by means of a flat element 27, preferably by welding. The flat element 27 is arranged with its flat surfaces 28 on the same level inside the sides 29 of the rods 23 so that both sides of the lower end 13 will each have a chute 30 and 31 respectively. The channel 25 runs via the aperture 26 into the chute 30 via an inclined part 32 of the flat element 27, which inclined portion 32 at one side at the aperture 26 evenly runs into the side 33 of the strip 24 facing the channel 25. The side 34 of the aperture 26 facing the side 33 is somewhat brought down towards the side 33. The side 34 is preferably arranged as a concave surface.
When the drain 3 is to be brought into the ground, it is first introduced through the upper end of the sticking tube at the ears l6 and 17 and pushed through the sticking tube until it issues through the aperture 26, after which it is drawn out a little more is folded over the point 46 between the rods 23 and is allowed to protrude somewhat beyond the point 46. The sticking tube is then stuck into the ground together with the drain strip from the roller 11 in FIG. 1, the folding of the drain over the point 46 being sufficient to keep the drain to the sticking tube when being stuck down. After the sticking tube with the drain has reached the desired depth, the sticking tube is pulled up again, the pressure from the ground holding the drain at its end projecting from the sticking tube and the drain will remain in the ground while the sticking tube is pulled up. After the sticking tube has again come out of the ground completely the drain is cut and the new drain end projecting from the sticking tube is folded over the point 46 and a new drain length is ready for being stuck into the ground. As to the aperture 26 it should be mentioned that the surface 34 pulled towards the side 33 is pulled down so far that a narrow passage is formed here for the drain, which has a relatively great play in the channel 25 above the aperture 26. It is the object of this narrow passage to prevent penetration of material into the sticking tube when this is stuck into the ground.
In FIG. 8 the mounting of the sticking tube in the mast is shown. As mentioned above, the square pipes 18 and 19 of the mast are connected to each other by means of rods 20 with L-profile. Two vertical square pipes 36 are fastened to the insides of the L-bars 20 by means of screw joints 35 on each side. These square pipes are at their opposing sides provided with strips 37 of a material suitable for guiding the sticking tube on its broadsides under low friction and wear. The roller chains Hand 15 bear along the short sides of the sticking tube, which chains in their turn are guided by strips 38.0f low friction, which are adapted on the opposing sides of the square pipes 18 and 19. The parts of the roller chains running along the sides of the square pipes 18 and 19 turned from each other are not shown in FIG. 8. The mast is preferably divided into several sections and therefore has means 39 for the connection of the different sections to each other.
I claim:
1. In the known type of device for inserting flexible drain members downwardly into the earth and which includes a. an earth penetrating tube that is adapted to annularly surround and protect a flexible drain member as the tube penetrates downwardly into the earth,
b. mast means which is designed to initially position said earth penetrating tube vertically above the earth,
c. means to move said earth penetrating tube from its initial vertical position downwardly with respect to said mast so that said tube and the drain member it protects will penetrate into the earth,
the improvement which comprises said mast means comprising two rectangular tubes that are rigidly spaced apart from each other by rigid interconnecting means which thereby form an interior rectangular channel for the downward passage of said earth penetrating tube,
2. said means for moving said penetrating tube downwardly comprises two spaced apart roller chains each of which loops around one of said two rectangular tubes forming the mast means,
3. spaced apart ears adjacent the upper portion of said earth penetrating tube engaged by said spaced apart roller chains,
4. said spaced apart roller chains each being operatively connected to a motor means which is located adjacent the lower end of said mast means and 5. attachment means on said mast means for readily attaching and detaching said mast means to a suitable carrier vehicle.
Claims (5)
1. In the known type of device for inserting flexible drain members downwardly into the earth and which includes a. an earth penetrating tube that is adapted to annularly surround and protect a flexible drain member as the tube penetrates downwardly into the earth, b. mast means which is designed to initially position said earth penetrating tube vertically above the earth, c. means to move said earth penetrating tube from its initial vertical position downwardly with respect to said mast so that said tube and the drain member it protects will penetrate into the earth, the improvement which comprises 1. said mast means comprising two rectangular tubes that are rigidly spaced apart from each other by rigid interconnecting means which thereby form an interior rectangular channel for the downward passage of said earth penetrating tube, 2. said means for moving said penetrating tube downwardly comprises two spaced apart roller chains each of which loops around one of said two rectangular tubes forming the mast means, 3. spaced apart ears adjacent the upper portion of said earth penetrating tube engaged by said spaced apart roller chains, 4. said spaced apart roller chains each being operatively connected to a motor means which is located adjacent the lower end of said mast means and 5. attachment means on said mast means for readily attaching and detaching said mast means to a suitable carrier vehicle.
2. said means for moving said penetrating tube downwardly comprises two spaced apart roller chains each of which loops around one of said two rectangular tubes forming the mast means,
3. spaced apart ears adjacent the upper portion of said earth penetrating tube engaged by said spaced apart roller chains,
4. said spaced apart roller chains each being operatively connected to a motor means which is located adjacent the lower end of said mast means and
5. attachment means on said mast means for readily attaching and detaching said mast means to a suitable carrier vehicle.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE7215426A SE375570B (en) | 1972-11-27 | 1972-11-27 |
Publications (1)
Publication Number | Publication Date |
---|---|
US3891186A true US3891186A (en) | 1975-06-24 |
Family
ID=20300634
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US419005A Expired - Lifetime US3891186A (en) | 1972-11-27 | 1973-11-26 | Device for inserting drains into the ground |
Country Status (4)
Country | Link |
---|---|
US (1) | US3891186A (en) |
JP (1) | JPS5047407A (en) |
CA (1) | CA985517A (en) |
SE (1) | SE375570B (en) |
Cited By (27)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4150910A (en) * | 1977-08-19 | 1979-04-24 | Promon Engenharia Sa | Construction of underground galleries |
EP0052135B1 (en) * | 1980-05-22 | 1983-11-02 | JUHOLA, Mauno Olavi | Procedure and means for creating a vertical drain |
US4537527A (en) * | 1982-03-19 | 1985-08-27 | Pohjavahvistus Oy | Means for providing a vertical drain in soil |
EP0226251A1 (en) * | 1985-12-09 | 1987-06-24 | Geotechnics Holland B.V. | A device for inserting a drainage wick into the ground |
US5213449A (en) * | 1991-07-08 | 1993-05-25 | Morris T Richard | Apparatus for inserting wick drains into the earth |
EP0672795A1 (en) * | 1994-03-15 | 1995-09-20 | Geotechnics Holland B.V. | Drainage wick inserting device |
NL1009998C2 (en) * | 1998-09-02 | 2000-03-15 | Ooms Avenhorn Holding Bv | Method and device for installing interconnected vertical pipes in the ground. |
US6039508A (en) * | 1997-07-25 | 2000-03-21 | American Piledriving Equipment, Inc. | Apparatus for inserting elongate members into the earth |
US6142711A (en) * | 1999-04-05 | 2000-11-07 | Goughnour; R. Robert | Vibrator having a rotating and oscillating housing |
US6179527B1 (en) | 1999-04-05 | 2001-01-30 | R. Robert Goughnour | Apparatus for inserting flexible members into the earth |
US6431795B2 (en) | 1997-07-25 | 2002-08-13 | American Piledriving Equipment, Inc. | Systems and methods for inserting wick drain material |
US6447036B1 (en) | 1999-03-23 | 2002-09-10 | American Piledriving Equipment, Inc. | Pile clamp systems and methods |
US6543966B2 (en) | 1997-07-25 | 2003-04-08 | American Piledriving Equipment, Inc. | Drive system for inserting and extracting elongate members into the earth |
US20080080932A1 (en) * | 2006-09-28 | 2008-04-03 | Freyssinet | Method and device for inserting a drainage wick |
WO2008037805A1 (en) | 2006-09-28 | 2008-04-03 | Soletanche Freyssinet | Method and device for inserting a drainage wick |
US7854571B1 (en) | 2005-07-20 | 2010-12-21 | American Piledriving Equipment, Inc. | Systems and methods for handling piles |
US20110162859A1 (en) * | 2010-01-06 | 2011-07-07 | White John L | Pile driving systems and methods employing preloaded drop hammer |
US8434969B2 (en) | 2010-04-02 | 2013-05-07 | American Piledriving Equipment, Inc. | Internal pipe clamp |
US8496072B2 (en) | 2002-09-17 | 2013-07-30 | American Piledriving Equipment, Inc. | Preloaded drop hammer for driving piles |
CN103352487A (en) * | 2013-08-05 | 2013-10-16 | 张璐 | Bent axle pore-forming machine |
US9249551B1 (en) | 2012-11-30 | 2016-02-02 | American Piledriving Equipment, Inc. | Concrete sheet pile clamp assemblies and methods and pile driving systems for concrete sheet piles |
CN105297702A (en) * | 2014-06-24 | 2016-02-03 | 中交四航工程研究院有限公司 | Vacuum preloading deep-layer lateral sealing construction method |
US9371624B2 (en) | 2013-07-05 | 2016-06-21 | American Piledriving Equipment, Inc. | Accessory connection systems and methods for use with helical piledriving systems |
US9957684B2 (en) | 2015-12-11 | 2018-05-01 | American Piledriving Equipment, Inc. | Systems and methods for installing pile structures in permafrost |
US10273646B2 (en) | 2015-12-14 | 2019-04-30 | American Piledriving Equipment, Inc. | Guide systems and methods for diesel hammers |
US10392871B2 (en) | 2015-11-18 | 2019-08-27 | American Piledriving Equipment, Inc. | Earth boring systems and methods with integral debris removal |
US10538892B2 (en) | 2016-06-30 | 2020-01-21 | American Piledriving Equipment, Inc. | Hydraulic impact hammer systems and methods |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2577252A (en) * | 1939-01-25 | 1951-12-04 | Kjellman Walter | Drainage method and device |
US3807695A (en) * | 1971-05-03 | 1974-04-30 | Jursich Dev Co | Hydraulically powered pipe pusher |
-
1972
- 1972-11-27 SE SE7215426A patent/SE375570B/xx unknown
-
1973
- 1973-11-26 US US419005A patent/US3891186A/en not_active Expired - Lifetime
- 1973-11-26 CA CA186,653A patent/CA985517A/en not_active Expired
- 1973-11-27 JP JP48132953A patent/JPS5047407A/ja active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2577252A (en) * | 1939-01-25 | 1951-12-04 | Kjellman Walter | Drainage method and device |
US3807695A (en) * | 1971-05-03 | 1974-04-30 | Jursich Dev Co | Hydraulically powered pipe pusher |
Cited By (37)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4150910A (en) * | 1977-08-19 | 1979-04-24 | Promon Engenharia Sa | Construction of underground galleries |
EP0052135B1 (en) * | 1980-05-22 | 1983-11-02 | JUHOLA, Mauno Olavi | Procedure and means for creating a vertical drain |
US4537527A (en) * | 1982-03-19 | 1985-08-27 | Pohjavahvistus Oy | Means for providing a vertical drain in soil |
EP0226251A1 (en) * | 1985-12-09 | 1987-06-24 | Geotechnics Holland B.V. | A device for inserting a drainage wick into the ground |
US5213449A (en) * | 1991-07-08 | 1993-05-25 | Morris T Richard | Apparatus for inserting wick drains into the earth |
EP0672795A1 (en) * | 1994-03-15 | 1995-09-20 | Geotechnics Holland B.V. | Drainage wick inserting device |
NL9400401A (en) * | 1994-03-15 | 1995-10-02 | Geotechnics Holland | Drainage Ribbon Introducing Device. |
US5584603A (en) * | 1994-03-15 | 1996-12-17 | Geotechnics Holland B.V. | Drainage wick inserting device |
US6039508A (en) * | 1997-07-25 | 2000-03-21 | American Piledriving Equipment, Inc. | Apparatus for inserting elongate members into the earth |
US6431795B2 (en) | 1997-07-25 | 2002-08-13 | American Piledriving Equipment, Inc. | Systems and methods for inserting wick drain material |
US6543966B2 (en) | 1997-07-25 | 2003-04-08 | American Piledriving Equipment, Inc. | Drive system for inserting and extracting elongate members into the earth |
WO2000014374A1 (en) * | 1998-09-02 | 2000-03-16 | Ooms Avenhorn B.V. | Method and installation for introducing vertical pipes connected to one another into the ground |
NL1009998C2 (en) * | 1998-09-02 | 2000-03-15 | Ooms Avenhorn Holding Bv | Method and device for installing interconnected vertical pipes in the ground. |
US6447036B1 (en) | 1999-03-23 | 2002-09-10 | American Piledriving Equipment, Inc. | Pile clamp systems and methods |
US6142711A (en) * | 1999-04-05 | 2000-11-07 | Goughnour; R. Robert | Vibrator having a rotating and oscillating housing |
US6179527B1 (en) | 1999-04-05 | 2001-01-30 | R. Robert Goughnour | Apparatus for inserting flexible members into the earth |
US8496072B2 (en) | 2002-09-17 | 2013-07-30 | American Piledriving Equipment, Inc. | Preloaded drop hammer for driving piles |
US7854571B1 (en) | 2005-07-20 | 2010-12-21 | American Piledriving Equipment, Inc. | Systems and methods for handling piles |
US8070391B2 (en) | 2005-07-20 | 2011-12-06 | American Piledriving Equipment, Inc. | Systems and methods for handling piles |
US20110116874A1 (en) * | 2005-07-20 | 2011-05-19 | American Piledriving Equipment, Inc. | Systems and methods for handling piles |
US7566188B2 (en) | 2006-09-28 | 2009-07-28 | Freyssinet | Method and device for inserting a drainage wick |
WO2008037805A1 (en) | 2006-09-28 | 2008-04-03 | Soletanche Freyssinet | Method and device for inserting a drainage wick |
US20080080932A1 (en) * | 2006-09-28 | 2008-04-03 | Freyssinet | Method and device for inserting a drainage wick |
US7736091B2 (en) | 2006-09-28 | 2010-06-15 | Freyssinet | Method and device for inserting a drainage wick |
US8763719B2 (en) | 2010-01-06 | 2014-07-01 | American Piledriving Equipment, Inc. | Pile driving systems and methods employing preloaded drop hammer |
US20110162859A1 (en) * | 2010-01-06 | 2011-07-07 | White John L | Pile driving systems and methods employing preloaded drop hammer |
US8434969B2 (en) | 2010-04-02 | 2013-05-07 | American Piledriving Equipment, Inc. | Internal pipe clamp |
US9249551B1 (en) | 2012-11-30 | 2016-02-02 | American Piledriving Equipment, Inc. | Concrete sheet pile clamp assemblies and methods and pile driving systems for concrete sheet piles |
US9371624B2 (en) | 2013-07-05 | 2016-06-21 | American Piledriving Equipment, Inc. | Accessory connection systems and methods for use with helical piledriving systems |
CN103352487B (en) * | 2013-08-05 | 2015-03-25 | 华北水利水电大学 | Bent axle pore-forming machine |
CN103352487A (en) * | 2013-08-05 | 2013-10-16 | 张璐 | Bent axle pore-forming machine |
CN105297702A (en) * | 2014-06-24 | 2016-02-03 | 中交四航工程研究院有限公司 | Vacuum preloading deep-layer lateral sealing construction method |
CN105297702B (en) * | 2014-06-24 | 2017-05-24 | 中交四航工程研究院有限公司 | Vacuum preloading deep-layer lateral sealing construction method |
US10392871B2 (en) | 2015-11-18 | 2019-08-27 | American Piledriving Equipment, Inc. | Earth boring systems and methods with integral debris removal |
US9957684B2 (en) | 2015-12-11 | 2018-05-01 | American Piledriving Equipment, Inc. | Systems and methods for installing pile structures in permafrost |
US10273646B2 (en) | 2015-12-14 | 2019-04-30 | American Piledriving Equipment, Inc. | Guide systems and methods for diesel hammers |
US10538892B2 (en) | 2016-06-30 | 2020-01-21 | American Piledriving Equipment, Inc. | Hydraulic impact hammer systems and methods |
Also Published As
Publication number | Publication date |
---|---|
CA985517A (en) | 1976-03-16 |
SE375570B (en) | 1975-04-21 |
JPS5047407A (en) | 1975-04-26 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US3891186A (en) | Device for inserting drains into the ground | |
US3952532A (en) | Underwater trenching and cable laying apparatus | |
GB1588021A (en) | Traction device for removal of ditch shoring elements | |
US4452550A (en) | Method and apparatus for laying pipelines on land | |
US3543522A (en) | Trench shoring apparatus | |
DE2837075A1 (en) | VEHICLE FOR LAYING PIPE SECTIONS | |
US5193938A (en) | Method and apparatus for laying pipe | |
DE2701473A1 (en) | PLOW EQUIPPED WITH A VIBRATING DEVICE, IN PARTICULAR FOR LAYING CABLES | |
DE2701474A1 (en) | PLOW, IN PARTICULAR FOR LAYING CABLES | |
US3919791A (en) | Dredger having separately floating dredge and tail sections and method of dredging | |
CN116658216A (en) | Hydraulic support for temporary support of roadway | |
US3427734A (en) | Tree digger construction | |
US3022585A (en) | Trenching machine drive transmission | |
US3578809A (en) | Method and apparatus for forming subterranean structures | |
US3179186A (en) | Rotary soil coring apparatus | |
US3969904A (en) | Method of laying a pipeline in a trench | |
US3668879A (en) | Apparatus for burying riser pipe | |
US1463561A (en) | Tile-placing attachment for ditching machines | |
US3455039A (en) | Rotary wheel ditch finishing machine | |
US3696874A (en) | Operably aligned and clamped earth boring machine | |
DE2559640C2 (en) | Device for laying a pipe in a trench | |
US3377806A (en) | Construction in trench of pipelines and similar operations | |
GB1467743A (en) | Machine for forming a sea-bed trench | |
JP3821450B2 (en) | Tunneling equipment | |
US1896439A (en) | Method and apparatus for tunnel construction and the like |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
AS | Assignment |
Owner name: BURCAN INDUSTRIES, LTD., SUITE 17, 111 INDUSTRIAL Free format text: ASSIGNMENT OF ASSIGNORS INTEREST.;ASSIGNOR:LINDEN-ALIMAK AB;REEL/FRAME:004019/0121 Effective date: 19820503 Owner name: BURCAN INDUSTRIES, LTD., SUITE 17, 111 INDUSTRIAL Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:LINDEN-ALIMAK AB;REEL/FRAME:004019/0121 Effective date: 19820503 |